HomeMy WebLinkAbout05050019.8U
a
WYE \-INVERT ELEV. AS
SHOWN IN PLANS
CLEAN — OUT
NO SCALE
5" 24" 5" OUTLET PIPE
I T:Llv�_
SFF PI ANS FOR
o ffo 3 i u1NL 0-11 —
NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
NL-ET TYPE "A"
(TYPICAL)
(12" TO 18" PIPES)
NO SCALE
0' MIN.
WATER MAIN
WATER MAIN
SANITARY OR STORM SEWER
�I
i
WATER MAIN WATER MAIN
RATED PIPET WATER
NOTE: WHEN LATERAL SEPARATION
IS 10' OR GREATER NO VERTICAL SANITARY OR
CLEARANCE IS NEEDED. STORM SEWER
,1 Z
II i ui
10' (MIN.) 10' (MIN.) -
WATER MAIN SANITARY OR
SANITARY OR LESS THAN 18" OR IN CASES STORM SEWER
2 STORM SEWER WHERE WATER IS BELOW
O.D. + 1' -0" SANITARY SEWERI
MIN. (TYP.).- '
WATER MAIN RATED PIPE FLEXIBLE COUPLING OR ADAPTER
- FLEXIBLE COUPLING OR ADAPTER
CONCRETE COLLAR
CONCRETE COLLAR
MINIMUM CROSSOVER & SEPARATION
REQUINEMENTS FOR WATER MAINS,
SANITARY SEWERS & STORM SEWERS
NO SCALE
EDGE OF PAVEMENT, CURB,
-� \ 6„ TOPSOIL TO
WALL
GUTTER OR SIMILAR STRUCTURE
= \S RE GRASS GROWTH
R
A
IN THE PUBLIC RIGHT -OF -WAY
STONE ENTRANCE
C
4
may?
E
TOPSOIL & 1 PART TII I�
R -1
R -2
_ B & B OR CONTAINER
SKIRT
12
2
WITHIN 5' OF EDGE OF PAVEMENT {
530
4
U
"B" BORROW OR EQUIV. GRANULAR
48
NOTE:
72
MATERIAL COMPACTED TO 90% STANDAR
24
REGULAR
WITHIN
5' OF EDGE OF PAVEMENT
PROCTOR DENSITY. ALL OTHER
WEEKLY, AFTER STORM EVENTS, AND AS NEEDED
BACKFILL
A =
1.25Bc + 12"
CONDITIONS REGULAR BACKFILL ALLOWAB_�
2
OUTSIDE 5' OF EDGE OF PAVEMENT
740
6
A =
1.25Bc
"B" BORROW OR EQUIV.
✓
73
Q
30
GRANULAR MATERIAL
1/2
11
1/2 Bc
3
COMPACTED TO 90%
-
2
1/29
90
STANDARD PROCTOR
nc _
27
4^
INTO THE GROUND,
DENSITY
2
36
15
112
12
�i
4
DETAIL
DEPTH OF BEDDING
2
3/4
MATERIAL BELOW P:P=
9
LEGEND
D (d) M N.
S
,_,
A__ �- �, AC AND INITIAL BACKFILL
Bc = OUTSIDE DIAMETER
27" & SMALLER 3"
S -A_. B= \STALLED IN 6"
D = INSIDE DIAMETER
16
"C '2" B LIFTS
FTS
13
30" TO 60" 4"
4
0
24
A V \ V�'d 9" CLEARANCE
d = DEPTH OF BEDDING
66" & LARGER 6"
S -A-- BE = 'zOVIDED ON EACH
MATERIAL BELOW PIPE
43 112
_ - _ - -= INSTALLED PIPE
c\1
REINFORCE
CC)` PIPE
(RCP)
16
\;HETE
14
T =
\C— DETAIL_)
_
1/2
27
13
1/4
5' OR _ESS -VIN. 6" TOPSOIL TO
NSURE GRASS GROWTH
F NOT UNDER PAVEMENT
V \ B ° +J12"
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTuRc `' ✓
N THE PUBLIC RIGHT -OF -WAY
12" (MIN.)
"B" BORROW OR EQUIV.
GRANULAR MATERIAL A CRUSHED STONE OR
COMPACTED TO 95% APPROVED EQUIV. CLASS
STANDARD PROCTOR BEDDING MATERIAL HAND
r TAMPED AND WALKED INTO
DENSITY PLACE
T� 4„
Bc = CijTSIDE DIAME FR \
D = INSIDE DIAMETER AL '%D INITIAL BACKFILL
A �__ALLED IN 6'
d = DEPTH OF BEDDING 2" BA_ = \' ED LIFTS
MATFR AL BELOW PPE A V \ V -V :� CLEARANCE
S -A__ _ = RCVIDED ON EACH
\STALLED PIPE
PL_AS I C J- 'VC & HDPE)
DETAIL_
(WIT- \ -PCV __"',E OF PAVEMENT)
y� _E
IN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
75 Bc + 12
EDGE OF PAVEMENT, CURB,—- / REGULAR
GUTTER OR S'MILAR STR.;, .,RE I BACKFILL
IN THE PUBLIC RIGHT -OT WA`%
12" (MIN.)
#8 CRUSHED S '\ OR
APPROVED EQ': V _AQS 1 -
BEDDING MA`ER A -A\
TAMPED AND WA_K_I \ C
PLACE
Bc 4.,
_EGEND
Bc = OL;TSIDE DAAME-ER \
D = INSIDE DIAMETER A -- H -- -'NG AND INITIAL BACKFILL
J INSTALLED 6
d = DEPTH OF BEDDyG C 2 BALANCED
MATERIAL BELOW _ A V % V-V 9" CLEARANCE
S A ` PROVIDED ON EACH
-dE INSTALLED PIPE
P'`AS— C - (PVC 8c H D P E)
TAT H DETAIL_
;GREATER -r-A% FROM EDGE OF PAVEMENT)
`d0 SCALE
9„
DIA.
a
y__ 12" C TO C
-III
MAX. SPACING �N
Q 7
11L . 1. ... 4, Lj 1 1/2"R
Y
Q
PLAN VIEW SECTION Y —Y
GROOV
ONGUEED END ON INOLETEENDND 4, / 3'l F24
\ D S<OpE SCOpF SECTION
END
C B= D -C PIPE
CULVERT
COMPUTED LENGTH OF CULVERT_I
o d A PAY LENGTH OF CULVERT T �{
a g' L/
END SECTION
Q J o LENGTH (D)
N SLOPE DETAIL
L- A „
GROOVE (OR TONGUE) TO 12 "C. TO C. -�{
G 3/4 ,. x12 HOOK
BE THE SAME AS ON MAX. SPACING, BOLTS GALV.
STANDARD REINFORCED
CONCRETE PIPE ASTM
DESIGNATION C 76 HOOK j j
LONGITUDINAL SECTION o
N
.'GLASS' ,A" 'CONCRETE
_ E"+ 2T --
SECTION A —A
DIA.
EROSION CONTROL MEASURE
WALL
WT. SEC.
2 "x2 "x8" HARDWOOD STAKES
A
B
STONE ENTRANCE
C
PRIOR TO CLEARING AND GRADING
D
E
TOPSOIL & 1 PART TII I�
R -1
R -2
_ B & B OR CONTAINER
SKIRT
12
2
SILT FENCE
530
4
U
24
48
7/8
72
7/8
24
10
1/15
9
WEEKLY, AFTER STORM EVENTS, AND AS NEEDED
3
112
15
2
_
1/4
740
6
TEMPORARY DIVERSIONS
27
46
73
Q
30
12
1/2
11
INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN
3
1/2
18
2
1/29
90
9
HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30"
27
46
INTO THE GROUND,
73
2
36
15
112
12
WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY
4
DETAIL
21
2
3/4
,
9
35
38
PERMANENT SEEDING
73
AFTER FINISH GRADING OF EACH AREA
42
16
1/8
13
SEEDING AND MULCHING
4
0
24
3
-1280
1_520
9
112
43 112
30
c\1
73
1/2
48
16
11/16
14
DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL
4
_
1/2
27
13
1/4
1930
10
1/2
48
25
1/2
73
1/2
54
17
3/4
14
112
4
1/2
30
3
1/2
2190
12
REMOVAL OF INLET PROTECTION
54
9
3/4
73
3/4
60
18
5/16
15
5
33
3
3/4
3150
13
1/2
58 112
39
1/4
97
3/4
66
23
3/4
17
112
5
1/2
36
4
4100
15
1
34
3/4
97
3/4
72
24
1/16
20
5
1/2
42
4
1/2
5380
21
63
35
98
78
27
1/4
22
5
1/2
48
5
6550
24
72
26
98
84
28
1/8
22
5
3/4
54
5
112
8040
27
65
35
100
90
32
718
24
6
1/4
60
6
8750
30
60
39
99
96
36
3/4
24
6
3/4
66
6
112
10630
24
78
21
99
102
35
11/16
24
7
1/4
72
7
12520
34
78
21
99
108
38
5/8
24
7
3/4
78
7
1/2-
14430
24
78
21
99
114
41
15/16
24
8
1/2
84
8
6350
24-
78
21
99
120
44
13/16
24
9
*TOLERANCE 1f
NOILa
CONCRE - iN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION
C -76 CIASS II (AS SET OUT IN STANDARD SPECIFICATIONS).
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, A.S.TM. DESIGNATION C -76 CLASS II
FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMFNT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END Oi THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE
COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0 IN LENGTH.
VARIA "IONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL
CONi -ORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND
SEWER PIPE, A.S.T.M. DESIGNATION C -76.
CONCRETE ? PE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
PRECAST CONCRETE END SECTION
NO SCALE
S- ADILIZATION
P �ACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC_
PERMANENT A / / //I / /// ® •/I / ►
SEEDING --
TE 4PORARY B C -
SEEDING C ® / //I / / / ®►
Mu - CHIN;; -
A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40 %, ANNUAL RYE GRASS 20%
PLUS 2 TONS OF STRAW MULCH/ ACRE
APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT.
B = SPRING OATS 3 BUSHEL PER ACRE
C = WHEAT OR RYE 2 BUSHEL PER ACRE
D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.)
E = 5, RAW MULCH (90 LBS. PER 1000 SQ.FT.)
• /I / • IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER.
• • IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED
400 -600 LBS. PER ACRE OR AS SPECIFIED.
SEEDING SCHEDULE
NO SCALE
EROSION CONTROL- MONITORING & MAINTENANCE GUIDE- -LINES
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
2 "x2 "x8" HARDWOOD STAKES
INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE;
REMOVE UPPER
STONE ENTRANCE
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL;
PRIOR TO CLEARING AND GRADING
SOIL MIX: 3 PARTS =
TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND
TOPSOIL & 1 PART TII I�
WIRE & 1/2" HOSE LOOP
SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY
_ B & B OR CONTAINER
SUBGRADE
INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION
HARDWOOD MULCH
SILT FENCE
OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE
PRIOR TO CLEARING AND GRADING
U
HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID
W
U
1 HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30"
UNDERMINING DURING CLEANOUT
CREATE 4" SAUCER
EXISTING INLET PROTECTION
WEEKLY, AFTER STORM EVENTS, AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY, AFTER STORM EVENTS, AND AS NEEDED
PRIOR TO CLEARING AND GRADING
Ilf
INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT
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FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET
REMOVE UPPER
1/3 OF BURLAP -
TEMPORARY DIVERSIONS
DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL;
ALONG WITH ROUGH GRADING
WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE
Q
= PEAT.
TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS
1�1
INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN
CC
TEMPORARY SEDIMENT TRAP
DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION
DURING CLEARING AND PRIOR TO GRADING
1--
AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP
1
HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30"
INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF
INTO THE GROUND,
VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER
2
TEMPORARY SEEDING
STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED
AFTER ROUGH GRADING
STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR.
WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY
PLANTING
DETAIL
OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED
NO
SCALE
INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE
STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER
cn
PERMANENT SEEDING
SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE
AFTER FINISH GRADING OF EACH AREA
AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR
Ln
L
SEEDING AND MULCHING
Q o
0
INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH
EROSION CONTROL BLANKET
STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED
AFTER FINISH GRADING
PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET;
w o
c\1
INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED
INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT
STRAW BALES
DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL
AFTER FINISH GRADING
0
NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR
DETERIORATED BALES IMMEDIATELY
INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED
INLET PROTECTION
REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE
AFTER EACH INLET IS PLACED
AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC
SEED, SOD & LANDSCAPE
KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
AROUND UNITS FINISHED
REMOVAL OF STRAW BALES
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVE BINDING
TRUNK AFTER PL
AND STAKING THE
4" BLACK RUBBER HOSE
IAP TRUNK
I FIRST BRANCH
x19 GALV. GUY WIRE
SHREDDED HARDWOOD MULCH
TEEL TEE FENCE POST 24"
0
N
NOTES: - AMLNULU i-LANTINU aUIL
1. HARDWOOD STAKES SHALL BE DRIVEN A MIN OF 30"
INTO THE GROUND.
2. PLANT FLARE ROOT AT GRADE LEVEL.
3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR.
TREE PLANTING DETAIL_
NO SCALE
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REMOVE ANY BINDING
,.
E
AROUND PLANT STEM
2 "x2 "x8" HARDWOOD STAKES
CREATE 4" SAUCER
REMOVE UPPER
FINISH GRADE
1/3 OF BURLAP
2 PER TREE WITH #12 GALV.
SOIL MIX: 3 PARTS =
6
TOPSOIL & 1 PART TII I�
WIRE & 1/2" HOSE LOOP
3" SHREDDED
_ B & B OR CONTAINER
SUBGRADE
REMOVE BINDING AROUND
HARDWOOD MULCH
BOUND PLANTS
TRUNK AFTER PLANTING
U
NOTES-
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1 HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30"
AND STAKING
CREATE 4" SAUCER
00
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00
o-.
2. PLANT FLARE ROOT AT GRADE LEVEL.
FINISH GRADE
3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR.
SHRUB
PLANTING DETAIL
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IF
REMOVE UPPER
1/3 OF BURLAP -
P -
SOIL MIX: 3 PARTS
1 = TOPSOIL & 1 PART
Q
= PEAT.
1�1
SUBGRADE
CC
�
NOTES:
1--
1
HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30"
INTO THE GROUND,
2
PLANT FLARE ROOT AT GRADE LEVEL.
J.
STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR.
EVERGREEN
PLANTING
DETAIL
NO
SCALE
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REMOVE ANY BINDING
3" HARDWOOD
AROUND PLANT STEM
MULCH
CREATE 4" SAUCER
REMOVE UPPER
FINISH GRADE
1/3 OF BURLAP
LU
SOIL MIX: 3 PARTS =
6
TOPSOIL & 1 PART TII I�
IN '.
PEAT.
_ B & B OR CONTAINER
SUBGRADE
GROWN ROOT BALL
TWICE BALL DIA.
- SCARIFY PCT
BOUND PLANTS
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1 HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30"
N
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INTO THE GROUND.
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2. PLANT FLARE ROOT AT GRADE LEVEL.
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3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR.
SHRUB
PLANTING DETAIL
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